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rs163_052RECORD REFERENCES (R) =PARCEL MAP N0. 23258, P.M.B. 161/3-4 (R1) =PARCEL MAP N0. 15404, P.M.B. 102/78-80 (R2) =PARCEL MAP N0. 16938, P.M.B. 103/37-39 (Rj) =TRACT MAP N0. 36451-1, M.M. 449/15-21 BASIS OF BEARINGS THE BEARING OF N7422'43"W FOR THE CENTERLINE OF BLAINE STREET AS SHOWN ON PARCEL MAP N0. 23258 P.M.B. 161/3-4 WAS USED FOR THE BASIS OF BEARING FOR THIS MAP MONUMENTAT/ON NOTE: • =FOUND MONUMENT AS NOTED. D = CURIE DELTA BOUNDARY ESTABLISHMENT NOTES: AQ SEARCHED, FOUND NOTHING, RE-ESTABLISHED BY INTERSECTION PER (R, Rl). SEARCHED, FOUND NOTHING QC RIW INTERSECTION RE-ESTABLISHED BY INTERSEC770N Q SFN, '"EC" RE-ESTABLISHED BY INTERSEC710N Q SFN, "BCp RE-ESTABLISHED BY INTERSEC77ON QF SFN, RE-ESTABLISHED A T RECORD DISTANCE FROM R.R. RIW QG RECORD ANGLE PER (R) 100 50 0 100 200 SCALE: 1" = 100" CURVE DATA TABLE IN THE CITY OF CORONA, COUNTY OF RIVERSIDE STATE OF CALIFORNIA I ?Ei 9 01 ?L I? LIE BEING A SURVEY OF PARCEL 4 OF PARCEL MAP N0. 23258, IN THE CITY OF CORONA, COUNTY OF i?IVERS/DE, STATE OF CALIFORNIA, FILED /N BOOK 161, PAGES 3 AND 4 OF PARCEL MAPS, IN THE OFFICE OF THE COUNT' RECORDER OF SAID COUNTY. TOGETHER WITH ACCESS EASEMENT "A" (DEPOT DRIVE) ACROSS PARCEL 1 OF PARCEL MAP N0. 23258, IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF -CALIFORNIA, FILED /N BOOK 161, PAGES 3 AND 4 OF PARCEL AlAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. RADIAL DATA TABLE LINE BEARING RADIUS R1 N25016'08"E 3375.00' R2 N25.43043"E 3290. 000 R3 N32'37'00 "W PCC R4 NOO*08'20"W 2500. 00' R5 N05 "32'49 "W 2500.00 R6 N62 "23'09 "E 344.00 0 R7 N 17'03'08 "E 3290. 00' R8 N83'30'15 "E 300.00' R9 N5879'12"E 300.000 R 10 N54.03'00 "E 344.00 0 R11 N03006`11 "E 100.00" R12 N0652'31 "E 2376.85' R13 N04 "55'57"W 2326.85' JOSEPH C. TRUXAW AND ASSOCIATES, INC. JEROME K. ALLEN, P.L.S. 7157 SEP TEMBER 2023 LINE DATA TABLE LINE BEARING DISTANCE RECORD DA TA L 1 N57"30'31 "E 101.74' L2 N57"30'31 "E 58.34 58.34' R2 L3 N57*JO'31 "E 58.95 58.94' R2 L 4 N73'29'29 "W 59. 90' 60. DO' R. R2 L 5 N73'29'29 "W 59.90' L 6 N73'29'29 "W 59.90' (60.00' R, R2) L 7 N08.01 '52 "E 98. 50'(98.4J-' R L8 N08*01 '52 "E 89.11'(89, 11 ' R L 9 N08.01 '52 "E 160.95' 160.96' R L 10 N16 "30'31 "E 107.18' (107.50' R. R2 L 11 N 16 "30'31 "E 25.00' L 12 N16'3D'31 "E 25.00' L 13 N16 "3O'31 "E 66. 90' PURPOSE OF SURVEY THE PURPOSE OF THE SURVEY IS TO SHOW PARCEL 4 OF PARCEL MAP N0. 23258, AND AN EASEMENT FOR ACCESS ACROSS PARCEL 1 OF PARCEL MAP NO. 23258, IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STA TE OF CALIFORNIA, FILED IN BOOK 161, PAGES 3 AND 4 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY l ; PURSUANT TO SECTION 8762 (b)(5) OF THE PROFESSIONAL LAND SURVEYORS' ACT. SPAS Mpe %,a. 3845"1 - BLA/N� STREET C D A N74.22'43"W 1145.43'(1145.43' R) (1145.39 -9 R1) (1145.56 BASIS OF BEARINGS PER (R) 68.18 0 491.73 _ - -� 508.60 45.11 A �I to �� � o ,. N74 22, 43 W 1064.73 (1064.70"R1) �- 491. 70' (491.74" R) 423.26' (423.280 R) 117.18' A 8 (D=88*22"'43" D=88.22 43 (117.09 R1) o D- 97 35 25 D 97.34 52 R=25 DD' R=25.00 1 �: A R=25.00�=25.001 --� L=38.56 R) L=38.56 o Z Z o L=42.58 L=42.68 R) `�.�k �, o o N O• �. rn r- p p N o �w to d� Mp► ,� M _ , o ca 1. w _ N !` w NO W p t,tV 4 RZ � w• =� � � t ,�` D_o 122 23 (D o � 22 24 ,� v 34 N R-3290.00 R=3290.00' o � c�, Z t" e _ L=78.84 L=78.86' R) �i N O a, o (R) (D-o8.4D'4 -. tr R=3290 00 ' L_ , `�' � w ----- D_48.4D'35" _ 498.29 R7 - -� _ R-3290.Op' L=4 , R) A A H cn v O0 0o D_ 1 98.21 N74.19'15 "W 3 5.50' G cn o R1 _ , 0 D2 58 R=32 A - 'c,� �D- r 0 03 04" R= S0.OQ L=577.06' N 14.00' E 10.00' 10.00' R tin 3290.00 L=5 ,0 77' 15 R) D 119.10'(119.01 ' R) LIDREMAINDER PARCEL N74.19'15 "W cn -- _ 00 A. T, & S.F. R.R. RIW • D- 09 35 o� 0o D R=3375.00' L=5 PER (R) A , • --- s4.88 N74.19 15 W 504.98 (504.89"R) 7:10_____ D=74.04'21 "(D=74.05'42" 204.28-1 (204.14' Ri 300.70' (300.75' R) A R_23.00" R_23.00� J -� w \S1Y LINE OF R.R. R/W F L-29.73 L-29.74 R) IC B , A P►R�' �El� -� p,�E L4 PARCEL 4 �1� Lass N �• A� N N 1.086 AC `3D2. ¢0' (302.M' 7 cr A L 12 -� C 11 00 Qk" (1.06ACR) R3N � � �3Z3.91 'R 4o R) A )i32,3.92 �,, L5 L 11 � " , -_ - N66• " lQ2 , c3+ oo N08 45 25 E 02 29 y, 3 ) 23.92' A G� L6 0 0 36.92'(36.920 R)IIIII `r 9 B '� `� 40.16' Z9 W ,342.56 • o N i1:14AR) Z OQ C,� .60 s%Azrr P L. � K � ,, - C �� RO.(DIIztQ � 505951 6' � '� P► R 5 0 4• c, �• �. 0.0, ,-45 g15/ ;250 0 � 1 -�' 0 �► '� 4 $93 R .0 o L �,1-39 M , 500 s3 A 103�3 •25 0� R'Z ' L=489' ' R1) 1 �J18• ,� ��59 376.85 ;489.75 D-59 32 44 R6 / 0 2 0 R-2 5 L MEASURED RECORD CURVE DEL TA RADIUS LENGTH DEL TA RADIUS LENGTH C1 JO "05'29" 344.00' 180. 67 30'04'18" 344.00 180.55'(R2) C2 04 *09'58" 344.00' 25. 01 ' C3 04 "10'11 " 344.00' 25.03' C4 16 "54'31 " 344.00' 101.52 C5 0001303" 344.00' 1.31 ' C6 55'33'12" 344.00' 333.54' 55 "21 '53" 344.00' 333.41 '(gi) C7 49 *00'00" 225. 00' 192. 42" 49'00'00" 225. 00 0 192. 42'(R, R2 C8 49 "00'00" 200.00' 171.04' C9 49 "00'00" 175. 00' 149.6E 49 "OO 00 175. 00 149.6E(g, R2 C 10 06 "04148" 2500. 00" 265.29' 06 "04'48" 2500. 00' 265.29(R) C11 48'3735" 40.00, 33.95' 48"3735" 40.00 33.95(g) C12 35.43'11 " 100.00' 62.34' 35.43'11 " 100.00' 62.34(R) C13 34'21 '41 " 300.00' 179.92' 34 "20'19" 300.00' 179.80'(R2) C14 25"11 '01 300. 00' 131.86' 25"12'25" 300. 00' 131. 98(R2) C15 04 "20'19" 2500. 00" 189. 31 ' 04.20'11 " 2500. 00' 189.2 1'(R2) p 15 p�� 128 316.8 R=300. DD C/ ;11.481 " R.-::I. 3 D 048 2 4 L-311.78 R9 �, A / R�� do, , .592.6 , PA (D 5 �- .56 � E .232(D=59*J2'44" ��, R 6, g5 _ O 35 :252 R-300.00 s _ 35 R � 4 �rVARD � D 5 2 = D .. h 3 L 311. 78 R, R2) 2-5 1 00uLoD .�rjRAN0CD R8� _ - N06.30'40 "W 46.56' (46.70' R) N „o o/ ono D=84'26'40"(D=84.27'16" R=23.00' R=23.00' L=33.90' L=33.90' R 1) 3'' ;01.3�, 94 � 97.36'02" M & (R) 0 0 Ln o � • o Ka ca ch o y m � 1�rm A � �.. 39.55' (39.55 *0 R) 50.00' � 50 (R) i 50.00' SHEET 1 OF 1 SHEET J RECORDER'S STATEMENT FILED THIS _ u DAY OF _K_ , 20 A T /g.SS--P. M. IN BOOK _/(a OF RECORDS OF SUR IiEY, AT PAGE 5 c2 A T THE REQUEST OF THE COUNTY SUR l/EYOR. NO. FEE PETS ALDANA ASSESSOR -COUNTY CLERK -RECORDER BY: -.�7���--- DEPUTY COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFES l NAL LAND SURI/EYOR 'ACT THIS _� _ DAY OF 20 DA VID L. MCMILLAN, COUNTY SURVEYOR P. L. S. 8488 EXP. 12-31-2024 SURVEYORS STATEMENT LAN =a. tea= NO. 8488 Exp. 12 31 24 c lk THIS MAP CORRECTL Y REPRESENTS A SUR VEY MADE B Y ME OR UNDER M Y DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT A T THE REQUEST OF GANAHL LUMBER IN JUL Y, 2023. 041JO12024 LA''N 6ROME K. ALLEN, P. L. S. 7157 DATE '-moo JEROME K. ALIEN % =a' NO. 7157 = MONUMEN T NO TES AO FOUND GEAR SPIKE & WASHER, "LS 5411 " PER (RJ), ACCEPTED AS CENTERLINE IN TERSEC T/ON, FL USH © FOUND 3/4 " IRON PIPE Wl TH TAG, �L S 3745 ; PER ID' N46 "59'11 "E 0. 04' FROM RIW EC, DOWN 0.1 ©IA FOUND 1--1/2" IRON PIPE &TAG, "RICE 28949 ; PER (RJ), N15"37'17" 0.10' FROM CENTERLINE, FLUSH nD FOUND 1-1/2" IRON PIPE & TAG,, "RCE 28949" PER (RJ), N 15'37'17"E 0. 04 F,ROM CENTERLINE, FLUSH EO FOUND 3/4" IRON PIPE WITH TAG, IS 3745 ; PER (R), N15'37'17"E 0. 08' FROM RIW. HELD FOR LINE TO ESTABLISH W'L Y LINE OF PARCEL 3 FO FOUND 1-la J* IRON PIPE & TAG, "RCE 28949" PER (RJ), N89 "30'20 "E 0.17' FROM BLOCK CORNER, FLUSH GO FOUND 2-1/2 -v IRON PIPE, TAGGED IS 534 7'; PER CORNER RECORD 2019- 0273, ACCEPTED AS CENTERLINE INTERSECTION, FLUSH H FOUND 3 4 " IRON PIPE WITH TAG, "L S 3745 ; PER (R), ACCEPTED AS ANGLE POINT IN N L Y LINE OF R.R. R/W, DOWN 1.5 Ol FOUND 3/4 " IRON PIPE WITH TAG, IS 3745 ; PER (R), HELD MONUMENT RADIALLY TO ESTABLISH SLY LINE OF R.R. R/W, N64 "43'47"W 0.18' FROM RIW INTERSEC77ON AS ESTABLISHED HEREON. O FOUND 3/4 " IRON PIPE WI TH TA G, ILLEGIBLE, BEN T, MEA SURED A T POIN T OF INSER 770M S15100'03 "E 0.27 FROM EASEMENT POINT OF CURVATURE O FOUND 2" IRON PIPE WITH TAG, "LS 4309'; PER (R), ACCEPTED AS EASEMENT POINT OF CUR VA TURF, DOWN 0.1 ' O SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD ANGLE AND DISTANCE PER (R) FROM MONUMENT<v1_'I 2 REMAINING 17ES FROM CITY TIES NO. 3338 FALL S 11 *55 701 "W a 25: , DID WO T HOLD. 0 FOUND 2" IRON PIPE WI7N TAG, ILLEGIBLE, NO REFERENCE, ACCEPTED AS POINT ON W'L Y LINE OF PARCEL 4, S16 "30'31 "W 0.22' FROM PARCEL CORNER NO FOUND C-NAIL & SHINER, NO REFERENCE, ACCEPTED AS CENTERLINE IN TERSEC TION FOUND MAG NAIL & WASHER, "LS 5411 " NO REFERENCE, N45 "16'26 "W D. 08' FROM CENTERLINE INTERSEC710N, ESTABLISHED HEREON BY IN TERSEC770N. © FOUND MAG NAIL & WASHER, "LS 5411 " NO REFERENCE, ACCEPTED AS CENTERLINE POINT OF CURVATURE, FLUSH 0 FOUND MAG NAIL & WASHER, "LS 5411 ; NO REFERENCE, ACCEPTED AS CENTERLINE INTERSECTION, FLUSH RIV* CO. ROS23-0171